chunk_34.json•1.51 kB
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"text": "910 QT = WT/L4*(1+6*E1/L4) 5.70634 \n915 PRINT “Actual soil pressure at toe is \n=”;QT;”Kips Sq Ft” \n5.70634 \n920 QH = WT/L4*(1-6*E1/L4) -0.0483613 \n925 PRINT” Actual soil pressure at heel is -0.0483613 \n\n265 \n \n=”;QH;”KSF” \n930 REM Compute base slab shear and \nbending moments for toe up to stem face \ndetermine shear and moment equation \nby integration if time permits draw shear \nand moment diagram by hand \n \n940 PRINT” Sketch and detail retaining wall \nsection copy values of \nQT,QH,L4,L1,W1,L2,P2V,H4,TS,LF,T1,T2, \nFC and FY FOR INPUT STATEMENTS \nSTARTING PROGRAM LINE NO STARTING \n1020 for design of steel reinforcements \nslab portions and stem \n \n945 PRINT” If finished then type continue to \nresume running press enter to run” \n \n950 REM FIRST COMPUTE THICKNESS d STEP \nONE \nExample only QT = \n5.3,QH \n=.7,L4=14.42,L1=9.\n5,L2 = 3,P2V \n=2.6,H =26,H4 = \n30.07,FC=3 & \nFY=60,LF=1.8,TS=2\n.42,KA=0.294,T1=2\n3”,T2=16” \n1020 INPUT”QT,QH,TS,L4,L1”QT,QH,TS,L4,L1,L2 \n1030 INPUT”FC,FY,H,H4,P2V”:FC,FY,H,H4,P2V",
"metadata": {
"book_id": 34880,
"title": "BASIC-STRUCTURAL-388457483-Retaining-Wall-Design-Analytical-and-Computer-Methods-By-Ben-David-CE",
"authors": "Ben David",
"project": "basic_structural",
"content_source": "ocr",
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